SR to NH-5A to Athabatia Road in the District of Kendrapara for the year 2025-2026

Clearing grass and removal of rubish up to a distance of 50mtr. Out side the periphery of the area and etc.complet as per specification and direction of the Engineer-in charge.

Flank dressing on road embankment / shoulders to proper camber & grade including cost of all labour and T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-Charge.

Supplying all materials Labour T&P for scraping cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries complete as per specification and direction of Engineer-in-Charge.

Providing and applying tack coat with penetration grade of bitumen emulsion using bitumen pressure distributor at the rate 0.20 Kg per sqm on the normal bituminous / granular cleaned with mechanical brooms as per clause including all cost, carriage, royality, etc .including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Labour for laying 20 mm thick premix carpet using 0.27cum of 13.2 mm to 5.6 mm size crushed stone chipping and 14.60 kg. penetration 80/100 grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles including all cost of all materials, labour, royality to site as per specification and direction of the Engineer-in-charge etc complete.

Providing 6mm thick pre-coated seal coat with 6.00 mm size HG Chips including labour , cost,conveyance , royality, taxes and all other materials reuired for the work etc.complete as per specification and direction of the Engineer-in- charge

Earth work in embankment in oridinary soil within 50 m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge.

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